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) l.1.1.1 Pool <br />U_L-LLLL- engineering <br />POOL ENGINEERING INC.By: DEBBIEM <br />Location: Santa Ana, CA,92703-1928 Date: 3/3/2014 <br />Job# 14-0360 <br />LATERAL LOAD DISTRIBUTION: <br />, Base Shear Calculations: <br />k= 1 Structural Period Exponent (ASCE 7-10, Section 12.8.3) <br />EXISTING STRUCTURE <br />Level <br />Story Height <br />(ft)hx (ft)Story Area <br />(ft2) <br />Story <br />Seismic WX CIO Wx hx <br />Mass (psf) <br />wx hxk <br />Iwi hik Fi(K)Vi (K) <br />Roof 16 16 1505.0 12.0 18.06 288.96 1.00 2.58 2.58 <br />Upper 0 0 N/A N/A NA 0 0.00 0.00 0.00 <br />Lower 0 0 N/A N/A NA 0 0.00 0.00 0.00 <br />Existing Base Shear = 2.58 <br />PROPOSED STRUCTURE <br />Level <br />Story Height <br />(ft) <br />Story <br />hx (ft)Area <br />(ft2) <br />Story Seismic Panel Area <br />Mass (psf) (ftz) <br />Panel <br />Seismic WX Ck) Wx hx <br />Mass (psf) <br />Wxhx <br />Iwi hik Fi (K)Vi (K) <br />Roof 16 16 1505.0 12.0 209.1 2.9 18.7 298.74 1.00 2.67 2.67 <br />Upper 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 <br />Lower 0 0 N/A N/A N/A N/A N/A 0 0.00 0.00 0.00 <br />Proposed Base Shear =2.67 <br />Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]x100 <br />= 3.39% <br />Results:INCREASE LESS THAN 10% ==> OK <br />3/3/2014 4:16 PM <br />\\peanasv2\pool\Projects Solar\2014\0360-14 Residential\14-0360 SOLAR PANEL CALCS.xlsx <br />Page 11 of 13 <br />©Pool Engineering, Inc. 2014 <br />.